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<br />Sazan <br /> <br />606 1 <br />LINE A-UPPER R1 <br />Sazan Inc 2024-17-12 DR.Jalalpour 2024-17-12 DR.Razaeian 2024-17-12 <br />Wood shear wall design (NDS) <br />In accordance with NDS2018 allowable stress design and the segmented shear wall method <br />Design summary <br /> <br />Shear wall aspect ratio H/B 0.83 OK <br />Shear capacity for <br />seismic loading Vs 0.84 ( ratio =0.5 ) OK <br />Design tensile stress <br />(Ch1) ft' 1380 ( ratio =0.02 ) OK <br />Design compressive <br />stress (Ch1) fc' 2310.12 ( ratio =0.02 <br />) OK <br />Design tensile stress <br />(Ch2) ft' 1380 ( ratio =0.02 ) OK <br />Design compressive <br />stress (Ch2) fc' 2310.12 ( ratio =0.02 <br />) OK <br />bearing compr. stress, <br />bottom plate fc-perp' 625 ( ratio =0.06 ) OK <br />Hold Down resistance 3950 ( ratio =0.1 ) OK <br />Amp. seis. deflection δsws 0.372 ( ratio =0.55 ) OK <br />Panel details <br />Structural I wood panel sheathing on One side <br />Panel height H = 2.25ft <br />Panel length B = 2.7ft <br />Total area of wall A = H x B = 6.075ft2 <br />Panel construction <br />Nominal stud size 2 "x4" <br />Dressed stud size 1.5 "x3.5" <br />Cross-sectional area of studs As= 5.25 in 2 <br />Stud spacing s = 16 in <br />Nominal end post size 1x4 "x4" <br />Dressed end post size 3.5 "x3.5" <br />Cross-sectional area of end posts Ae= 12.25 in 2 <br />Hole diameter Dia = 0 in <br />Net cross-sectional area of end posts Aen= 12.25 in 2 <br />Page 51 of 213